To reduce or evaluate the damage of tunnels in seismically active areas when earthquakes happen, it is very important to quickly predict the tunnel damage. This study proposes an anti-entropy–fuzzy analytic hierarchy process (FAHP) combination weighting method for tunnel earthquake damage prediction. The tunnel cross section is a symmetrical structure. The method uses tunnel damage data from the tunnels in a region where earthquake disasters have occurred as sample data to calculate the standard earthquake damage index. The weights of evaluation factors are determined by combining the FAHP and anti-entropy weighting. The correction coefficient of each evaluation factor is obtained by considering the degree of each evaluation factor’s influe...
Collapse is one of the most common accidents in underground constructions. Risk evaluation is the me...
Damage assessment of tunnels caused by the 2004 Mid Niigata Prefecture Earthquake using Hayashi’s qu...
The safety and stability of lining structures are core concerns of tunnel and underground engineerin...
Concentric circle method (CCM), a new method based on analytic hierarchy process (AHP) and numerical...
Mountain tunnels, being underground structures and situated deep within rock layers, are generally c...
In order to evaluate the impact of shield tunnel construction on adjacent buildings, a method based ...
Prevention is of paramount importance in tunnel engineering, especially in operation tunnel. In this...
This study develops and compares the performance of eight machine learning (ML) models to rapidly pr...
A new risk analysis system for estimating the risk factors in tunneling is suggested in consideratio...
The gushing water disaster in tunnels is a kind of harmful and risky engineering disaster. It has be...
Tunnels, being underground structures, have long been assumed to have the ability to sustain earthqu...
The aim of the study is to develop new analytical fragility curves for the vulnerability assessment ...
Three uncertain parameters (peak ground acceleration, soil density, and soil modulus of elasticity) ...
Damage analyses of rectangular cut-and-cover tunnels are performed to define the damage states and c...
Shear wall structures are widely used in civil engineering, and their seismic design has been the fo...
Collapse is one of the most common accidents in underground constructions. Risk evaluation is the me...
Damage assessment of tunnels caused by the 2004 Mid Niigata Prefecture Earthquake using Hayashi’s qu...
The safety and stability of lining structures are core concerns of tunnel and underground engineerin...
Concentric circle method (CCM), a new method based on analytic hierarchy process (AHP) and numerical...
Mountain tunnels, being underground structures and situated deep within rock layers, are generally c...
In order to evaluate the impact of shield tunnel construction on adjacent buildings, a method based ...
Prevention is of paramount importance in tunnel engineering, especially in operation tunnel. In this...
This study develops and compares the performance of eight machine learning (ML) models to rapidly pr...
A new risk analysis system for estimating the risk factors in tunneling is suggested in consideratio...
The gushing water disaster in tunnels is a kind of harmful and risky engineering disaster. It has be...
Tunnels, being underground structures, have long been assumed to have the ability to sustain earthqu...
The aim of the study is to develop new analytical fragility curves for the vulnerability assessment ...
Three uncertain parameters (peak ground acceleration, soil density, and soil modulus of elasticity) ...
Damage analyses of rectangular cut-and-cover tunnels are performed to define the damage states and c...
Shear wall structures are widely used in civil engineering, and their seismic design has been the fo...
Collapse is one of the most common accidents in underground constructions. Risk evaluation is the me...
Damage assessment of tunnels caused by the 2004 Mid Niigata Prefecture Earthquake using Hayashi’s qu...
The safety and stability of lining structures are core concerns of tunnel and underground engineerin...